Numerical evaluation for the effective slab width of steel-concrete composite beams
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference21 articles.
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3. Strength and elastic properties of structural lightweight concretes;Kockal;Mater. Des.,2011
4. Ductility & Moment Redistribution in Self-compacting Lightweight R.C. Continuous Beams;Hamdy,2012
5. Effective flange width definition for steel–concrete composite bridge girder;Chiewanichakorn;J. Struct. Eng. ASCE,2004
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1. A new method for rapidly capturing the strength and full nonlinear response of partially interacting steel–concrete composite beams;Composites Part C: Open Access;2024-07
2. The Concrete Effective Width of a Composite I Girder with Numerous Contact Points as Shear Connectors;Applied Mechanics;2024-03-07
3. Effective width of steel-concrete composite box girder bridges: a review and method comparison;Acta Scientiarum. Technology;2023-12-13
4. Shear lag effect of composite girders in cable-stayed bridges under dead loads;Engineering Structures;2023-04
5. Effective width of timber-concrete composite beams with crossed inclined coach screw connections at the serviceability state;Engineering Structures;2022-09
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